1699 MARITIME OAK DR - NEW HOME DRAWINGS DESIGN CRITERIA AND LOADS TABLE 7: METAL CONNECTOR SCHEDULE SHEETINDEX
TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
NOTES 3,4 NOTES 1,4,5,6 STA......................STRUCTURAL SPECIFICATIONS
ST-2......................FOUNDATION PLAN
DTT2Z (8)Y4"x 1 Y2"SIDS SCREWS IN STUD
Building Code ST-3......................IIST LEVEL STRUCTURAL FRAMING PLAN
2010 Florida Building and Residential Codes 0� 0 (NOTES 1,2,3) Y2"0 x 4 Y2"EMBED EPDXY OR SCREW ANCHOR CS18 (9)10d COMMON EACH END OF STRAP
0 z ST-3A....................1ST LEVEL ROOF FRAMING PLAN
ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE)
Code for Design Loads WE 'm MIN 7/16"24/16 SPAN RATED OSI3 OR PLYWOOD INSTALLED VERTICAL DR HORIZONTAL HTT4 (18)0.162"x 2 Y2"IN STUD/BEAMITRUSS,
ANSUASCE 7-10 ALL OTHER VENEER V 0 x 6"EMBED ANCHOR IN CONCRETE (7) 10d x 1 Y2 ST-4A....................2NID LEVEL ROOF FRAMING PLAN(IF APPLICABLE)
x W1 8d COMMON:6"O.C.AT PANEL EDGES,6"O.C.IN THE FIELD(UNBLOCKED (NOTES 1,2,3) MTS12 EACH END
W m (NOTE 6) HORIZONTAL PANEL EDGES),6"O.C.AT PANEL EDGES, 12"O.C. IN FIELD(BLOCKED ST-5.......................TYPICAL WALL SECTION SHEET C:)
ROOF LOADI _j U) ST-6......................SECTIONS AND DETAILS C:)
NG1...............................................Cd 1.25 <
TOP CHORD LIVE LOAD..................................20 PSF HORIZONTAL PANEL EDGES) HTT5 (26)0.162"x 2 Y2"IN STUDIBEAM/TRUSS, C14
ST-7......................SECTIONS AND DETAILS(IF APPLICABLE)
MSTA24/MS24 (9) 10d COMMON EACH END
(L (NOTES 1,2,3) V 0 x 6"EMBED ANCHOR IN CONCRETE
TOP CHORD DEAD LOAD................................7 PSF
BOTTOM CHORD LIVE LOAD (20)SIDS Y4"x 3" SCREWS IN STUD GROUP
ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) LEGEND Cq
HDQ8-SDS3 MSTA36/MS36 (13) 10d COMMON EACH END
DIA.x12"EMBED ANCHOR IN CONCRETE
ATTICS WITHOUT STORAGE................ ......10 PSF
0 Z UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL 0
(NON-CONCURRENT) W 0)
0 a: U) EOR ENGINEER OF RECORD JON
BOTTOM CHORD DEAD LOAD........................5 PSF W MIN 1%2"32/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION (38) 16d SINKERS INTO STUDS (111) 1 Od x 1 Y2"IN TRUSS/RAFTER
U_ < METAL ROOF PERPENDICULAR TO SUPPORTS W1 8d RING SHANK NAILS: 6"O.C.AT PANEL EDGES, 12" STHD14 (WET EMBED) HTS20 (11) 1 Od x 1 Y2"IN STUD EW EACH WAY
0 W 0
0 m: O.C. IN THE FIELD. OSI3 ORIENTED STRAND BOARD
WIND LOADING.................................................Cd=1.60 z WSP WOOD STRUCTURAL PANEL CNI
LTT20B (10)10d x 1 Y2"IN STUDS (5)8d x I Y2"IN TRUSS
C14
ASCE 7-10,3S GUST.... ...................................130 MPH (NOTE 2) Y2 x 6"EMBED EPDXY OR SCREWANCHOR H2.5T/HA8 (5)8d x 1 Y2"IN TOP PLATE SYP SOUTHERN YELLOW PINE m
FLOOR DECK SHEATHING: 2
BASIC WIND SPEED %2"T&G OSI3 OR PLYWOOD W/I Od COMMON: 6"O.0 AT PANEL EDGES, 12"O.C. [NJ THE SPF SPRUCE-PINE-FUR
(NOTE 5) _j
EXPOSURE CATEGORY.................................. C FIELD. (1) (5) 10d x 1 Y2"IN TRUSS CONT CONTINUOUS ILL
BUILDING CATEGORY..................................... MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d ABU44 (12) 16d COMMON V/8"x 7"DRILL&EPDXY H8 O.C. ON CENTER
ENCLOSURE CLASSIFICATION...................... ENCLOSED PORCH CEILING BOARD SHEATHING: COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. (5)1 Od x I Y2"IN PLATE LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. Ld
INTERNAL PRESSURE COEFF........................0.18 MIN 7/ir,"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W1 8d COMMON: 3" (1) (12)16d COMMON&V x 7"DRILL&EPDXY (9) 10d x 1 Y2"IN STUD (31/2"WIDE LSIL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM)
C&C DESIGN PRESSURES..............................(SEE TABLE 1) "SW'DESIGNATED SHEAR WALLS: ABU66 (12"EMBED AT GARAGE DOOR RETURNS) TSP LVL 2.OE MICROLLAM ILVL ENGINEERED LUMBER, 1 3/4"WIDE
O.C.AT PANEL EDGES,6"O.C. IN THE FIELD(UNBLOCKED HORIZONTAL PANEL EDGES (6) 1 Od x 1 Y2"IN PLATE
(NOTE 6) PSL 2.OE PARRALLAMI PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. z
FLOOR LOADING..............................................Cj=1.00 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). HU48, HUC48, (14)16d COMMON IN HEADER SYS 42 PROPEkLY RATED OPEN WEB HEADER 0
(6)10d COMMON IN TOP PLATE
DSP U)
NOTES:
TOP CHORD LIVE LOAD..................................40 PSF HU28-2, HUC28-2 (6)10d COMMON IN BEAM (8)10d COMMON IN STUD/HEADER INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS
TOP CHORD DEAD LOAD................................10 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 1%2"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING �e
HU410, HUC410, OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS 0
(18) 16d COMMON IN HEADER
BOTTOM CHORD LIVE LOAD..........................0 PSF SHANK NAILS. (0.148"x 3"LONG).
2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W1 8d GALVANIZED BOX NAILS. HU210-2, <
BOTTOM CHORD DEAD LOAD........................5PSF 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. HUC210-2 (10) 10d COMMON IN BEAM INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM
BOTTOM PLATE ANCHORAGE IS Y2"ANCHOR @ 8'-0"O.C. (UNO ON FRAMING PLAN OR SW
4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1.00 (4 SIDS Y4"x1Y2" SCREWS IN TRUSS/RAFTER
SPECIFICATIONS) C:)
TOP CHORD LIVE LOAD..................................60 PSF CURRENT APPROVED APA.MANF.SPECIFICATIONS. HGA10KT (4)SIDS Y4"x 3" SCREWS IN TOP PLATE >
5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP
STRUCTURAL WOOD BEAM W
TOP CHORD DEAD LOAD................................10 PSF h.-
BOTTOM CHORD LIVE LOAD...........................0 PSF REDUCE SQUEAKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. (26)16d SINKER IN WALL FRAMING F_
6. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES LGT3
BOTTOM CHORD DEAD LOAD........................5PSF 0 2)SIDS Y4"x 2 Y2"IN TRUSS
MAXIMUM FLO
OR TRUSS SPACING...............16"O.C. FOUNDATION KEYNOTE CALLOUT
NOTES:
TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON Y2"x12"TITEN HID ISAN
DEFLECTION CRITERIA ACCEPTABLE ALTERNATIV E ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDIDOWNS. 0
ROOF TRUSSES..............................................LL/240 NOTES1,2 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. STUD COLUMN KEYNOTE CALLOUT 0
TL/180 BRITTLE FINISH-U240 FLEXIBLE FINISH-U120 3. PRODUCTS SELECTED USING SIMPSON 2011-2012 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED 0
TL MAX V UP TO BEARING CONDITION WALL HEIGHT WALL HEIGHT ALTERNATES.REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. NUMBER.OF SIDWC1 5600 CONNECTING TOP PLATE TO STUDS.
40'SPAN &STUD TYPE 4. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS.
8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT NUMBER OF STUDS BELOW BEAM/GIRIDER TRUSS.STUDS
OPEN WEB FLOOR TRUSSES/BEAMS..........LL/360 2x4 SPF STUD 16 12 16 12 - 5. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST TO MATCH WALL FRAMING SIZE AND GRADE, LINO.
TL/240 BASE ANCHORS,CS18,AND MSTA FLAT STRAPS. 2 2 STUDS u)
LIJ z
TL MAX Y4" z 0 ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN
0 2x4 NO.2 SPF 16 12 16 16 12 12 12 0
2 ANCHOR
0 (2)2x4 NO.2 SPF,2x5 NO.2 SPF
NOTES: 0 16 16 16 16 12 16 16 16 16 16 BOTTOM OF STUD COLUMN CONNECTION
W 2x6 SPIF STUD,2x6 NO.2 SPF TABLE 8: SPECIFIED SW WALLS A
1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER L_ 1 ST LEVEL STUD COLUMN: HOLDIDOWN REQUIRED AT BASE OF COLUMN W
E 1,2,3,4
FBC 1605.3.1.1. 2x4 SPF STUD 12 12 2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL LO
x 0 >_
COLUMN TO IIST LEVEL STUDS/HEADER/BEAM. z 1 0
I,- W W
< 0 2x4 NO.2 SPF 16 12 16 12 12 1� < - 0
"ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN IL Ll 0 z 0�
NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE j U) 0 W L, �j Z
y W S�
00 L'L (2)2x4 NO.2 SPF,2x5 NO.2 SPF 1- 0 W 0
12 END STUD GROUPS rj 0 -1 -
ry 2x6 SPF STUD,2x6 NO.2 SPF 16 16 16 16 12 16 16 16 16 Z " a] a W Ej
LO - , Z []
SW TYPE NUMBER OF STUDS >- EL 0 Z W j J z z 0
TABLE 1 : COMPONENT AND HEADER STRAPPING KEYNOTE CALLOUT w w - 0ffl <( m < 0wU.
NOTES:
M > a (J
1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS N TED OTHERWISE SWI,SW2,SW3 2 NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD C; W W 0 W W W W LL U] -
CLADDING DESIGN PRESSURES ON PLAN. SW4 3 z 0 1 w m �_ m j 0 - 0
TYPE OF STRAP CONNECTING HEADER TO JACK STUD W 0 M 0. Z L >- z I-
1. KINGMACK STUDS MAY BE INCLUDED FOR STUD GROUP 0 m >- w wl�- w J 0 z
2. IF STUD SPACING 1 NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. �1 �MSTA24
W z U1 U) W W
WINDOWS AND DOORS 3. NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES. BLOCKING AT HORIZONTAL PANEL EDGES IS i.- < 0 m I
REQUIREMENT. DTT2Z KINGMACK GROUP BOTTOM CONNECTION W 11 w win ul
RECOMMENDED WHEN STUCCO LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.,SEE TABLE 2. w W 1- 1: 3: w 11 z L3
EFFECTIVE ZONE DESIGNATION z m m m E z < L,
\ "I T��_a 1 ST LEVEL STUD GROUP: HOLDIDOWN REQUIRED AT BASE OF STUD GROUP < 0 w =3
WIND AREA IZ-Interior Zone(psD I EZ-End Zone(ps� o 2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD U) z z W 0 Z LL 1 0 2 a 0
::) w 11
GROurT�TO I ST LEVEL STUDS/HEADER/BEAM. W I w
TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN 1L M xj - < m
0-20 ff2 +24.61 -26.70 +24.61 -32.95 END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ III < M w Ll Z 0 0 0 w
is\w
TIES 1,2,3,4 %_,� 0 w w z m 0 4 2 w
NO MIN 36"BLOCK W/(20)1 Od TO END STUD NUMBER OF HOLDIDOWNSISTRAPS AT BASE OF KINGMACK GROUP
%S"W 1
21 -50 fe +23.42 -25.51 +23.42 -30.58 PRESSURE TREATED LUMBER W zz ,� Xwo_ 01- 0 - 1 0z
DIAMETER P W W !� m
W 0� 0 z 13 LL
W w w z x w z
51 100 ff2 +22.01 -24.09 +22.01 -27.74 8d COMMON 0.1311, 2-Y2 -ADF_R FRAMING KEYNOTE CALLOUT w V� q W 37 J.- 6 Lj :3 , - ww
PRESERVATIVE FASTEN ER TYPE END STUDS CONNECTION(NOTES 5,6,7) HE Z Z w wn D� ZznI- zlli.- z
Z < [] _
I L3 0 0 < W
101 +20.91 -23.00 +20.91 -25.56 8d RINGSHANK 0.113" 2 )2x10-1 /2 NUMBE�R OF KING STUDS EACH SIDE OF OPENING >
ACZA STANDARD CAtRBON STEEL 1 ST LEVEL 2ND LEVEL IL :1 6 Z z 1 0
\/I SW TYPE A L9 L9 Z >. b- in w W - i. p
I Od x 1-y2" 0.148" 1-Y2 HOLD DOWN STRAPPING Z Z O < MZ M < J_ z �: � <
WW
STAINLESS CDNNECTORS AND NUMBER OF JACK STUDS EACH SIDE OF OPENING ILLI z 2 - w :1 U1 w <
L SOFFIT MAX PRESSURE(psq +24.61 -32.95 10d 0.131" 3" SODIUM BORATE(NOTE 1) SW1 DTT2Z MSTA36/CS18 W �
VINY 0 W OF w 0
FASTENERS REQUIRED. z >_ z I < LL
10d COMMON 0.148" 3" SW2 H174 (2)MSTA36/CS18 SIZE OF HEADER(ALL HEADERS TO BE NO.2 SYP) :1 z z w 0 �- ii
GARAGE DOOR PRESSURE SEE FRAMING PLAN w
Z a 4 amol woz <
12d COMMON 0.148" M4" CONNECTORS MUST HAVE (3)MSTA36/CS18 ow - < P -jP - 2: 0 -1
SW3 HTT5 I
16d SINKER 0.148" 3-Y4" ALL OTHER PT Z-MAX,G120(DR TRIPLE ZINC __1P R-OF PLIES IN HEADER
COATED FINISH. SW4 HIDQ8 (4)MSTA36/CS18 NUMBF 0 0I- _ �: 1qmm40mP _ 00
(INCLUDING ACQ& MCQ) _j
16d COMMON 0.162" 3-Y2" ALL FASTENERS MUST BE HOT U_
NOTES: DIPPED GALVANIZED. BOTTOM PLATE ANCHOR SPACM�TE 7� ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT z SHEET NO.:
IL
1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: (2)9 112"LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING 0
NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W1 SODIUM BORATE TREAT AENTS BEARING ON SWTYPE MAX ANCHOR SPACING 11 1 ST-1
2. COMMON WIRE iTfpl
SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE qOT DIRECTLY Swi 48"O.C. NUMBER OF JACK STUDS EACH SIDE OF OPENING
F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND IAVE BEEN PROVEN STRUCTURAL
SW2,SW3,SV� 24"O.C. HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) 0
BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. 13- SPECIFICATIONS
3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF DEPTH OF HEADER IX
A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE NUMBER OF PLIES IN HEADER(1 3/4"WIDE UNO) 0 JOB NO.:
SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER.
AT0356
4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS FRAMING NOTES
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. NOTES:
1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE 1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR SUBDIVISION:
BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF APPLICATIONS. ANCHOR BOLT,THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EM13EDDED TO
0
WALL SEGMENT IS IDENTIFIED AS SW1,SW2, SW3, SW4,OR SN3 ON THE PLAN. THE SPECIFIED DEPTH, IN A-HOLE AS SPECIFIED BY MANF(TYPICALLY "'TO GREATER THAN SPECIFIED Atlantic Beach
2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE C16ONCRETE AND WOOD BOTTOM PLATE. ILL
Country Club
3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOWAND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. <
EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN. 2. ALL LUMBER SPECIFIED ON'DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND - LOT NO.:
4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND 0
5. 2ND LEVEL"SW'SHEAR WALLS-END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: DETAILED BY OTHER. z 92
HOLD DOWN WITH FULL-HEIGHT'"DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS
2
6. DESIGNATED"SVV'SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDIDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. 5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d @ 8"O.C.STAGGERED. 0 Deloreto Residence
2ND LEVEL END STUDS TO MATCHING 1 ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1 ST LEVEL STUD GROUP TO SLAB WITHHOLD LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. >_ FLOOR PLAN:
DOWN. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 0
7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. SEE TABLE 7,FOR HOLD-DOWN ANCHOR REQUIREMENTS. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. 0
6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. Z DESIGNED:
6.0 FT'i CONCRETE AND FOUNDATION NOTES 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOENAILS. m DAE
8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR 0
1 ST FLOOR (TYP) ENDZONE 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. W
__F DESIGNATION 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). REVIEWED:
3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). HEADER FRAMING x
4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS NTH A 24"LAP. W DBIVI
5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d @ 8"O.C.
6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. STAGGERED. REVISIONS DATE
7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS:
SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2.
FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF Al ARCH REV 6-8-15
MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL, CRIPPLES, ETC.)W/8d
COMMON @ 3"O.C. >_
8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND Ln
SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. e EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUSTSPAN CONTINUOUS OVER OPENING; SHEATHING 0
9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE ILLI
THIS CONDITION EXISTS. e NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W1(1)CRIPPLE STUD AT EACH END z
K
10. TO CONTROL.CRACKING, CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR 3. WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL
ALTERNATIVE METHODS. SECTION SHEET) FROM TOP,OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING
0
11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM 4. FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH(2)ROWS 10d @ 8"O.C.,STAGGERED ALONG EACH EDGE.
ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, 5. FASTEN ALL HEADERS TO KING STUDS WITH(3)8d TOE NAILS AND(1)SDWC15600 PER SIDE.
CONTACT THE ENGINEER OF RECORD. 6. IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD.
7. UNO ON PLAN, MIN(1)SDVVC15600 TOP PLT TO KING STUD AND(1)SDWC SDWC15450 KING
STUD TO BOTTOM �J, <
PLATE CONNECTION REQUIRED EACH SIDE OF OPENING(NO CONNECTION REQUIRED FOR OPENINGS AT z
q',
W
FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE,
PRE-ENGjINEERED TRUSSES & I-JOISTS
8. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR D
W
V�4
OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE:
1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE hO
pmi. I
SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH
TOP PLATE TO HDRWISDWC15600 @MAX 32"O.C.AS SHOWN,"ALTERNATE SECTION(HEADERS), ST-6T, /`01 v
ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET
SPH w/(12) 10d x 1-Y2" O.C.OR
@ 16
ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER
CONSTRUCTION IS COMPLETE. 0
DSPw1(14)10dx1-Y2"@,16"O.C.OR 01
FASTEN TRUSS DIRECTLY TO HEADER w/MTS OR HTS w/(14)10d x 1-1/2"(OR EQUAL APPROVED BY FL
2. TRUSSES OR kJOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING, BEARING LOCATION AND NAMING VA
EOR). (0 P
CONVENTION OF THE LAYOUT SHOWN HERE. 0000 410
3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL 0 U)
6.0 FT ' WITH THE TRUSS SHOP DRAWINGS. OPENINGS > 6' W 4
ENDZONE OPENINGS IN 2x4 STUD WALLS GREATER THAN UREQUIRE A(2)2x4 NO.2 SPF PLANK 0_*, NTFEV2 Z
2ND FLOOR (TYP) 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT wiik 4
DESIGNATION (2x4 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W1(6)12d COMMON TOE-NAILS AT EU'S
RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED.
5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET.
T
6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMIT ED TO THE OPENINGS > 8' OPENINGS IN 2x6 STUD WALLS GREATER THAN 81 REQUIRE A(2)2x6 NO.2 SPF PLANK 0 �,Nilkkif,
PLATE DIRECTLY ABOVE AND BELOW THE OPENING W1(8)12d COMMON
ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. (2X6 WALLS) TOE-NAILS AT EJ!F 810-.4
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GENERAL FOUNDATION NOTES
1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE
A MINIMUM BEARING CAPACITY OF 2,000 P'sf IN ACCORDANCE WITH FRC 2010
TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE
SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED
PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S
RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT
SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL
FOUNDATION WORK MAY BE REQUIRED.
3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL
78'-
921"
PLANS FOR LOCATION OF SLIDING GLASS DOORS.
U)
4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE.
18'- SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS.
921" 2'-6"
57
CD
r- - - - - - - - - - - - -I
C:)
101-
9-21" FOUNDATION KEYNOTES:
A
8"x8"DEEP THICKENED EDGE oq
L — — — — — — — — — — - A W/(l)#4 CONT Iq
A
- - - - - - - - - - - 0
0)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
A12"DEEP FTG W/#4 @ 12"
B 0
EW UNDER BOX COLUMN, CN
— — — — — — — — — — — — — — — — — — — — -- — — — — — — -- - — — — — — — — — — — — — - — — — — — — — — —I FTG TO BE PROJECTED MIN CN
5:7 6"LARGER THAN BOX CN
co
COLUMN ON ALL SIDES
16"SQx12"DEEP FTG W/
1 0 1 1 1 1 (3)#4 EW
co
24"SQx2O"DEEP FTG W/
(D
1 1 (3)#4 EW
2'-( 2'-1()21" 3' 11-101, z
J_ -92 1 1 9
ll� &) 0
C? 6 30"SQx2l)"DEEP FTG W/ U)
9 (4)#4 EW
b 36"SQx2O"DEEP FTG W/
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4
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F-
2 3 L -1
- - - - - - - - - -
3 SEE SHEET ST-7 FOR
0
F - - - - - - -- - - - - - T D 0
L - - - - - - - - - - - - - - - - p- L FOUNDATION SECTIONS
L
@ SLAB ELEVATION
62
BELOW EACH FRONT
ENTRY COLUMN,(3)TOTAL
— — — — — — — - -- — — — — L
F1 L - - - z
L EXTENT OF PAVERS F 0
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6'-3" 9'_1()2- 4'-10" 2 4'-6" 6'-6"
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< Derek B. Murray, P.E.
P.E. No. 71457
06-08-2015
FRAMING KEYNOTES (META
CONNECTOR)
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN
OPENINGS.
2.SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN
LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP
PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE
ON DETAIL SHEET.
3.ATTACH SW TO FLOOR DIAPHRAGM PER ONES OF THE FOLLOWING:
A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS
BOTTOM CHORD TO SW DBL TOP PLATE W/1 Od @ 3"O.C.
B. FRAME AND SHEATH SWTO FLOOR DECK ABOVE.ATTACH
FLOOR DECK TO SW DBL TOP PLATE W/10d 3"O.C.
4.PORCH BEAM FRAMING NOTES
C\I
00
A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV.
NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION
AT WALL.TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT 0*)
0
2 STUDS LL w ELEVATION.3 Y2"MINIMUM BEARING REQUIRED IN WALL 04
00 or
PORCH BEAM TO STUDS W/HTS20 OR MSTA24. C14
0 2 STUDS ILL w
DTT2Z 0� !x 00 Cq
(D 0 SEE TYPICAL BOX COLUMN CY)
MSTA24 DTT2Z w NOTE 4 DETAIL,(3)TOTAL B.SHIM BELOW PORCH BEAMS JUST ABOVE TOP PILT ELEV.
I D172Z ------
PORCH BEAM TO TOP PLT W/MTS1 2 OR MSTA24.
.................................... .......... .................................
-------------- --------------- ..... ------------------ U_
.................... .................
.......... ........................................ ........... ...............
............ ..................... .......... .............................................. ............................-
1�'\:N NC\ N1, IN
C. POST DOWN PORCH BEAMS ABOVE TOP PILT ELEV.
LIJ
(2)2xl 2
WSP HDR-0/=2 ] (2)2x8-1/2 (2)2x6-1/2 (2 2x6 1/1
PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR
PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR,
>
DR
MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20(
MSTA24.
0
U)
D. BEAM ATTACHED TO EXISTING FRAMING
31 (2)2x6-1/=2
ATTACH PORCH BEAM TO EXISTING STUDS OR KINGMACK
STUDS W/SIMPSON HUG HANGER MATCHING PORCH BEAM
T
DIMENSIONS.
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Cl)
w
0
w
TH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER
5.SHEA 0
0
z
wwill 0 00000
TYPICAL WALL SECTION SHEET.
z
W
w
WSP HDR-0=/2 9
6. HIGH UPLIFT CONNECTION:
TOP PLATE TO STUD W/(1)SDWC1 5600 16"O.C.OR
U)
00111 U)
O.C.
(2)2x6-1 (2)SDWC15600 @ 24
0
ILL
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H ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL
@ MAX 32"O.C.
STUD
Lid
1ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C.
OR(2)SDWC15450 @ 24"O.C.
0
SEE TY
PICAL PORCH 7. HORIZONTAL BLOCKING AND STRAPPING MATCHING WINDOW
WSP HDR-0/2
SHEATHING DETAIL TOP AND BOTTOM SILL, FULL EXTENT OF SWB SWB1
...................... .....................
8 <
2 STUDS o uj
BALLOON FRAME WALL TO SECOND LEVEL DBL TOP PLATE:
(2)2x4-1/1
LL,,w
4 STUDS
0
INTERIOR LOAD BEARING WALL(2)2X6 No.2 SPF OR BETTER MAX 16MG.
HTT5
-1/2' NOTE 4 9. BALLOON FRAME ABOVE SECOND LEVEL DOUBLE TOP PLATE CONTINUOUSQ)
0 EXTERIOR MOST WALL W/2X8 No.2 SPF OR BETTER @ MAX 16"O.C.
DTT2Z
6zz 2S
(2)2XI6 =(2);��g (2)2x8-2/2
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............... — — — -- — — —
(2)2xl2
................... .............. ............. I I x4x x2m 10. BALLOON FRAME ABOVE FIRST FLOOR CONTINUOUS TO TOWER DBL TOP
........... ----------
..............
PLATE W/2X6 No.2 SPF OR BETTER @ MAX 12"O.C.
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W III W W w w rn
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0 w w
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TO JACKI KING GROUP
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0 IM EL Z w z
W Z
W/HTS16 w U) Ix W
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0 G NOTE 4 El < m LL
w w w
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w z
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z 0 1 DTT2Z 0- co
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0
0
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WX ................................... .... .... 11 9
0 0 co ST-6 PORTAL FRAME GARAGE
w
:2 1 LU Lo C14
FRAMING PLAN
co 0
<
w 0 z N
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6 STUDS +
6 STUDS
JOB NO.:
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z w
HTT5 U) <
JIM
(2)2x1 0-2 AT0356
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1 MSTA24
w
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T2Z 6STUDS Lu
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w 011 U_
L.L
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0
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0
0 LOT NO.:
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w
0 0
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3 STUDS 00 w .11110
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w F-
1 DTT2Z 0
0 0
<1 z W
z Z DESIGNED:
0 0 0 ***SPECIAL FRAMING***
0 00 (0
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4 STUDS 5 ST DS C\j
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FLOOR GIRDER w DBM
...........
.............................. -- — — — — — — — — — — — —
REVISIONS DATE
(2)2x6-1/2
2 STUDS
LU
ARCH REV 6-8-15
NOTE I
.................. ...................... .......... ................ ...................................... ........................... .......................
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HTT5 _;�
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LO .......... .............................
GARAGE DOOR DESIGN
WIND LOAD(PS
�W -0/2 +22.93/-28.32 w
HDR U)
STUDS Q
U)
2 SW3
F)
z
SEE TYPICAL PORCH DTT2Z
SHEATHING DETAIL
0
12"ANCHOR 1 12"ANCHOR
MSTA24 1 MSTA24
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w
EMBED DTT2Z 1 HTT5 EMBED
............ ................
2,A"S
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V
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4X4 STEEL COLUMN POST,
NOTE 4 DTT2Z E4+DTT2Z
SEE DETAIL SC,ST-7 ....................... a EACH BEAM TO POST W1(2)MSTA24
0 ANCHOR EACH POST TO U) STRUqp
OR HTT4
k
0
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FIR%'_3'T LEVEL STF` UCTUR L FRAMIN'ut" P LAIN' -A /411 0 x
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4 4 EE
S x ST T LCC —1 r111 mm"s,
EE DE AILS
0-
r Mqrqy,1P�.
P.E. No. 71457
06-08-2015
-
-
-
� �
11 I
I
I
�
�
,
I � I ROOF FRAMING KEYNOTES I
. NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
I
i I I 1. PRE-MAUNFACTURED SHEAR PANEL
I a INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON
FRAMING PLAN
o SHEAR PANELTO SWDBL TOP PLTW/10d @ 3"O.C.
� a FLOOR DECKTO SHEAR PANELW1 10d @ 3"O.C.
.
I
1,
o
1 2. TYPICAL BEARING BLOCK
,
r I I * BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH
II � DIMENSION OF TRUSS MEMBER.
. a ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS
�, I BOTTOM CHORD W1(3) ROWS 10d @ 4"O.C.STAGGERED. (n
. . . .
i . .
I ;
. t ;
i t t .
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i I . : I . I i 3. LEDGER FRAMING NOTES:
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I rlx� 0 a)
, EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX CN
1 24"O.C.SPACING) Lo
�
k � a ADDITIONAL FAS I tNtKb MAY BE REQUIRED AT SPECIFIED "I-
, N
i LOCATIONS ON PLAN 00
�� � : .1 � � ____..._....�...........�...__........��
, p : * SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER
I�, .
; 11 j . : 4
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i 1 ; i PROTECTION AGAINST CORROSION 0
I i /X, ('1*4 m 11/`- 0111 . 10 Cf) I : �`13. 1
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FRAMING KEYNOTES (METAL
CONNEC
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1.MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN
OPENINGS.
2.SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN
LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP
PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE
ON DETAIL SHEET.
3.ATTACH SW TO FLOOR DIAPHRAGM PER ONES OF THE FOLLOWING:
Cn
A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS
BOTTOM CHORD TO SW DBL TOP PLATE W/I Od @ 3"O.C.
0
B. FRAME AND SHEATH SWTO FLOOR DECK ABOVE.ATTACH
C:)
FLOOR DECK TO SW DBL TOP PLATE W/1 Od 3"O.C. 04
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4.PORCH BEAM FRAMING NOTES
5
Cq
A.BEAM POCKET PORCH BEAMS AT TOP PILT ELEV.
NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION 0
0)
AT WALL.TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT
ELEVATION.3 Y2"MINIMUM BEARING REQUIRED IN WALL
PORCH BEAM TO STUDS W/HTS20 OR MSTA24.
B.SHIM BELOW PORCH BEAMS JUST ABOVE TOP PILT ELEV.
PORCH BEAM TO TOP PLT W/MTS1 2 OR MSTA24.
C. POST DOWN PORCH BEAMS ABOVE TOP PILT ELEV.
PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR -j
PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR,
MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR
a)
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STUDS W1 SIMPSON HUC HANGER MATCHING PORCH BEAM
- CS18 T- (D <
DIMENSIONS.
...........
------------------ -------
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TYPICAL WALL SECTION SHEET.
(2)2x6-1/2 (2)2x6-
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ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL
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INTERIOR LOAD BEARING WALL(2)2X6 No.2 SPF OR BETTER @ MAX 16"ZG.
U) 9. BALLOON FRAME ABOVE SECOND LEVEL DOUBLE TOP PLATE CONTINUOUS&
............................
WSP HDR-0/2 ROOF DECK W/2X6 OR 2X8 No.2 SPF @ MAX 16"O.C.
10. BALLOON FRAME ABOVE FIRST FLOOR CONTINUOUS TO TOWER DBLTOP
PLATE W/2X6 No.2 SPF OR BETTER MAX 12"O.C.
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------ REVISIONS DATE
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ARCH REV 6-8-15
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06-08-2015
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� - 1. PRE-MAUNFACTURED SHEAR PANEL
I
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i FRAMING PLAN
�
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,�i I
i e FLOOR DECK TO SHEAR PANEL W1 10d @ 3"O.C.
I
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, �
v 2. TYPICAL BEARING BLOCK I
� � * BEARING BLOCK TO BE NO.2 SYR MIN 48"LONG AND TO MATCH
5
� I DIMENSION OF TRUSS MEMBER.
"I
� I 0 ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS
k BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. (n
�
ii
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� 3. LEDGER FRAMING NOTES:
,
i 0
i a FASTEN LEDGER TO FRAMINGITRUSS VERTICALS AT a)
,�� C:)
� EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 04
-V
il
,
I LO
1 24"O.C.SPACING)
� I
,I 9 ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED
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I v SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER
i 4
1 1 PROTECTION AGAINST CORROSION C:)
! 0)
,
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i LEDGERS SHALL BE SECURE TO WALL FRAMING WITH I
�
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1 1 : i WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT N
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TOP PLATE TO JACKJKING GROUP:
TYPICAL ROOF DECK. SEE
SHEATHING SPECS,SHEET ST-1 (1)SDWC15600 SCREWAT OPENINGS 6'OR LESS.
2x NO 2 SYP BLOCKING TO FIT
36"<c<8' �\(2)SDWC15600 SCREWS AT OPENINGS BETWEEN 6'AND 8
TIGHT BETWEEN TRUSSES,
SDWC15600 INSTALLED FROM BELOW (3)10d TOE-NAIL @ EACH END.
TRUSS OR RAFTER TO TOP PLATE W/ SEE PLAN OTHERWISE
c Cn
PLATE AS SHOWN IN INSTALLATION#1
BELOW. 0
2E a)
LU H2.5Arr OR SDWC15600 C:)
X JACK/KING CN
WALL SHEATHING TO TOP PLATE W/8d CONNECTOR TO INSIDE LO
COMMON,SPACING PER TABLE 2 ST-1. GROUP
BETWEEN TOP OF WOOD PANEL AND 4 W FACE OF STUD
C14
00
CENTER OF FASTENERS. >
2x6 NO 2 SYP BLOCKING AT FIRST 0
OPTIONS, UNO: SDWC15600 OR H2.5A/T TYPICAL TRUSS TYPICAL TRUSS CORNER OF BUILDING. EACH
TRUSS OR RAFTER TO TOP PLATE TRUSS TO TOP PLATE Wt (6)TRUSS BAYS FROM EACH
a H2.5A/T BLOCK TO HAVE(I)A35 TO TOP TRUSS OVER HEADER: C14
2x6x MIN.6'LONG SYP SCAB RAFTER TAIL; INSTALLED @ INSIDE FACE TO TOP PLATE TO TOP PLATE (N
e SDWC15600 ATTACH TO TRUSS TOP CHORD W/(2)ROWS OF PLATE AS SHOWN* CONNECTION TYPICAL CONNECTION PLATE. TOP PLATE TO HEADER W1 CN
H2.5Arr OR SDWC15600 @ HEADER JACKWING M
10d @ 6"O.C.,STAGGERED EXTERIOR WALL SIMPSON SDWC1 5600 @ MAX TYPICAL
GROUP AND @ MAX 32"O.C.,SDWC MAY BE TOP PLATE TO STUD W1 TYPICAL 32"O.C. (SEE HEADER _j
'1560)OR H2.5A/T EXTERIOR WALL ILL
INSTALLED TO EITHER FACE OF STUD,SEE SDWC TYPICAL EXTERIOR WALL FRAMING NOTES ON SHEET
INSTALLATION DETAILS BELOW EXTERIOR WALL ST-1 FOR ALTERNATES) Ld
STUD SPACING PER TABLE 3:MAXIMUM
2x4 OR 2x6 STUD GRADE SPF OR
BE17ER @ MAX 16"O.C. PER EXTERIOR WALL STUD SPACING. ROOF STUD ALIGNED DIRECTLY
PLAN BEARING ONLY. BELOW TRUSS RAISED HEEL TRUSS CANTILEVER TRUSS
*SEE INSTALLATION#2 BELOW HEADER FRAMING z
0
U)
TYPICAL WALL SECTION ALTERNATE ROOF-TO-WALL CONNECTION ALTERNATE SECTIONS AT ROOF
(SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 0
<
SEE TABLE 2:WOOD STRUCTURAL PANEL C)
'IT
SHEATHING REQUIREMENTS FOR TYPICAL
SHEATHING SPECIFICATIONS W
STUD TO BOTTOM PLATE @ HEADER TYPICAL EXTERIOR WALL SHEATHING TO BOTTOM PLATE
WALL TYPICAL EXTERIOR OR W/8d COMMON @ 3"O.C. OPT.2x LEDGER,ATTACH
STUD TO B01-TM PLATE @ HEADER JACK/KING
JACK/KING GROUPS AND @ 32"O.C.W/
(2)SDWC15450 OR(1)SDWC15600,SDWC MAY GROUPS AND @ 32"O.C.W/SDWC1 5450, INTERIOR LOAD BEARING TO FCOOR TRUSS TOP
0000,
BE INSTALLED TO EITHER FACE OF STUD, SDWC MAY BE INSTALLED TO EITHER FACE OF WALL CHORD W/1 Od @ 6"O.C.
SPLICE WALL SHEATHING OVER
SEE INSTALLATION DETAILS BELOW STUD,SEE INSTALLATION DETAILS BELOW
17>-<-; 6:FzA RIMBOARD. INSTALL(2)ROWS 8d D
BOTTOM PLATE TO TRUSS @ 24"O.C. ALTERNATE SHEATHING I � COMMON NAILS ABOVE AND BELOW
W/SIMPSON SDWC1 5600 ALTERNATE STRAP SHEATHING SPLICE. OFFSET ROWS V
BOTTOM PLATE TO TRUSS @ 24" CONNECTOR: AI C)
CONNECTOR: IN 1-1" MAX 5")AND SPACE NAILS
O.C.W1 SDWC15450 BOTTOM PLATE TO RIBBON BOARD 0—EXTERIOR WALL (M! 2 ,
Wt 10d @ 6"O.C. @ 4"O.C.STAGGERED.
1"x MIN. 18 GAGE
<
COVERING PER SPECS 2'
METAL STRAP @ 48
TO LAP UPPER AND GAP PER APA RECOMMENDATIONS GABLE LOOR
. . . . . . O.C.W/MIN(5)NAILS
LOWER LEVEL WALLS 12" EACH IN UPPER AND CONTINUOUS 2x4 TRUSS BY OTHERS z
AS SHOWN. MIN(5) R113BON BOARD
0
� .75"THICK(MIN)OSB/PLYWOOD RIM TO
LOWER STUDS/HEADER
NAILS PER STUD
WALL SHEATHING TO BOTTOM PLATE W/
8d COMMON, SPACING PER TABLE 2,ST-1 D
MATCH FLOOR DEPTH
W
2x4 NO.2 SYP DIAGONAL BRACE @ 48"
---------�ONTINUOUS 2x4 RIBBON BOARD LO
WALL SHEATHING TO TOP PLATE W1 O.C. DIAGONAL BRACE TO FLOOR "I
WOOD FLOOR—J/ !� z 7
TRUSS OR DBL TOP PLATE W1(3)10d W W
8d COMMON @ 3"O.C. 13� < - 11
TRUSSES BY OTHERS IL 0 z 0� En
WALL SHEATHING TO TOP PLATE W/8d T TOE-NAILS AT EACH END. a] 0 11 z
COMMON,SPACING PER TABLE 2, STA LL 0 � a V �- 0 W 0
z Ej 0 _j -
LO Z 0 111 0 W EJ M M
TOP PLATE TO TRUSS @ HEADER TYPICAL EXTERIOR WALL
ALTERNATE STRAP M 0 z W j J z z 0
JACK/KING GROUPS AND @ 24"O.C.W1 W W - 0 M < 0 W
CONNECTOR. SEE d �W- > 0 � �- Olj 2
W W
"METAL FLAT STRAP SDWC15600 —TOP PLATE TO TRUSS @ 48"O.C.W1 EXTERIOR SHEATHING TO SPAN METAL FLAT S� W 2ND LEVEL ALTERNATI WSP RIM BOARD Z ow 11 ww -joh- w (n6o
I IL - 1Z
2ND LEVEL STUD TO STUD TO TOP PLATE @ HEADER JACKIKING SIMPSON SDWC15600 CONTINUOUS ACROSS FLOOR SYSTEM STUD TO 1 ST LEVEL STUD SPLICE CONNECTION PARALLEL FLOOR TRUSS W W z �_ 0
1ST LEVEL STUD" 0 M EL Z P W J 63 0 Z rj
1Z 0 1 W W W W
GROUPS AND @ 48"O.C.W1 SDWC1 5600, SDWC U) Zl �_ 40mlijWMI- � WW
DETAIL MAY BE INSTALLED TO EITHER FACE OF STUD, ALTERNATE FLOOR-TO-FLOOR UPLI'FT W < W 0 ij �- I I W 0 z U X
SEE INSTALLATION DETAILS BELOW STUD SPACING PER TABLE 3:MAXIMUM z < 1i`- MjMixI- 1- MZW < L
10 (/) I-- 1- 0 < 0 P_ -3 0
EXTERIOR WALL STUD SPACING.ROOF OOR-TO-FLOOR UPLIFT CONNECTOR NOTES: < zi.- Z W 0 z L I a
2x4 OR 2x6 STUD GRADE FIL TYPICAL EXTERIOR OR ILL - 0 X
SPF OR BETTER @ MAX AND FLOOR BEARING. 1. ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W1 ALTERNATE =) 0 W W IL 1: 0� III _j 0 X
INTERIOR LOAD BEARING WALL in ir W 00 n W
16"O.C, UNO. SEE PLAN FLOOR-TO-FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CONNECTOR PER Lq 4MUri Z W W z W 0 < W
ADDENDUM n� z 0 oF 0 0 z
z - < P W x
2. ALTERNATE s,rRAP CONNECTOR APPLIES TO 1 ST FLOOR HEADER OR STUD STUD TO BEAM OR TRUSS @ 48" W -M 0 W �- Z rj < I LL
TYPICAL WALL SECTION NOTE: FLOOR-TO-FLOOR UPLIFT CONNECTION NOT W wwz � X < W _ W . z
3. THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY O.C.W/112"x 18 GA. METAL STRAP z WI3� < MWj [_ 00Z1 W W
DESIGN BY APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. W1 MIN(5)NAILS EACH IN STUD z W W 110� Z Z :] P Z wi�_ z
- >- z q 0 - - IL Ej 0 0 < W
REQUIRED UNDER GABLE TRUSSES AND WHERE AND BEAM 0 0 E9 Z >. L M W 1 0 � Z Z I
Z zoo < mz X
COMMON TRUSS SPAN IS 16-FEET OR LESS. WOOD BEAM OR TRUSS Ljj W W -1 [E '4. �_ Z 4
0 W :1 W < ix
W W 0 F_ W 0
GIRDER PER PLAN < 1 < Z >- Z1 < bWM601_ 4 �:
C) I._ � 1zj:: [- Se :3ZW W F- M
@ ANCHOR BOLT(SEE OPTIONS)W1 NUT AND 2" MIN Y2"36 KSI Z rj 4 i U x 0 1 W 0 Z <
t iE
SQUARE WASHER: /--MIN Y2"X10"L-HOOK THREADED ROD MIN Y2"Ox 6"TITEN HD MIN Y2"Ox 6"TITEN HD MASA TO TOP OF 0 z
a TWO STORY-STUD TO BOTTOM PLATE @ -EACH SIDE OF OPENINGS ANCHOR BOLT OR HILTI KWIK HUS-EZ
HEADER JACK/KING GROUPS AND @ 48" OR HILTI KWIK HUS-EZ BOTTOM PLATE W1(6)
e WITHIN 12"OF END OF PLATE SEGMENTS DO NOT USE J-BOLT AT ADHESIVE(OR 10d x 1 Y2" LL_
O.C.W1 SDWC15450 0 MAX 48"O.C.OTHERWISE APPROVED EQUAL) z SHEET NO.:
DIA,x 21 MIN a SINGLE STORY-STUD TO BOTTOM PLATE HOLD-DOWN TO TOP OF WOOD
2 2ND FLOOR WALL TO BEAM OR HEADER
EMBEDMENT @ HEADER JACK/KING GROUPS AND @ CONNECTORS PLATE 0 ST-5
APPROVED 32"O.C.W/(2)SDWC15450 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE
WEDGEANCHOR e SDWC MAY BE INSTALLED TO EITHER WALL SHEATHING TO PT SILL PLATE WITH STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM(OR GIRDER)
OR EQUAL @ 48" FACE OF STUD,SEE INSTALLATION 8d COMMON,SPACING PER TABLE 2,ST-1 MASA TO SIDE OF TYPICAL WALL
0
O.C.MAX W1 2" DETAILS BELOW 1"BETWEEN BOTTOM OF PANEL 8"EMBED AT STEMWALL BOTTOM PLATE Wt(3) KING STUDS: EACH KING STUD TO BEAMIHEADER BELOW WITH SECTION
6"EMBED AT MONOLITHIC MSTA36(OR CS18)WITH(18)10d.
SQUARE WASHER 10d x 1 Y2" IY-
AND CENTER OF FASTENERS. �1 MONOLITHIC OR MONOLITHIC SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAWHEADER 0 JOB NO.:
41< A<. .64 -- MONOLITHIC OR zi STEMWALL FOOTING FOOTING ONLY MASA SET Y2"TO THE BELOW PER SW SHEAR WALL SCHEDULE ON SHEET
< 81 "GAP BETWEEN STEMWALL FOOTING STA
4 INSIDE OF SLAB. 0 AT0356
MINIMUM"/MAX Y
APPROVED ADHESIVE
PER PLAN
BOTTOM OF PANEL AND TOP OF SLAB. OR EPDXY ANCHOR WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE SIMPSON CS18 0 SUBDIVISION:
I MIN. EXCLUSIVELY
MONOLITHIC OR �3 13
MIN �4 MONOLITHIC 0 Atlantic Beach
z STEMWALL FTG PER
X FOOTING ONLY _J
PLAN ALTERNATE SECTIONS AT FLOOR
LL.
Country Club
'Al
=ij Y2" DRILL & EPDXY 0 SCREWANCHOR IN ' 0 SCREW ANCHOR IN
LOT NO.:
EXTERIOR SHEATHING TO RESOLVE Y2' J-BOLT ANCHOR ANCHOR MASAANCHOR
WALL UPLIFT AND SHEAR AT SILL 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE z 92
PLATE. TYPICAL, UNO. TYPICAL BOTTOM PLATE ANCHOR OPTIONS >_ FLOOR PLAN:
V K //I< (D
0 Deloreto Residence
TYPICAL WALL SECTION BOTTOM PLATE ANCHOR NOTES: I
(SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING 21/4"-2y4" 0
2. TYPICAL ANCHOR BOLT SPACING IS 48"O.C.,SEE PLAN FOR NON-TYPICAL BOLT SPACING.REQUIREMENTS Z DESIGNED:
TYPICAL WALL SECTION NOTES: 3. MINIMUM(2)ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. AN ANCHOR MUST BE PRESENT M
WITHIN 12"OF THE END OF ANY PLATE Pressure 0 DAE
1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x— NO.2 SYP FASTENED W/(2) ROWS 1 Od @ 8" O.C. STAGGERED 4. ALL BOLT ANCHOR OPTIONS REQUIRE NUT AND 2"SQUARE WASHER treated sill LL!
REVIEWED:
(UNO). MINIMUM 48" LAP W1 MINIMUM (20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. `4
2. 1 ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPAC11TIES. W DBM
30�,�
-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GAB J/ SDWC1 5450 at sill plate connection CL
3. FLOOR LE TRUSSES, TYPICAL. <
4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS Optimal 221/2' 0* 0'Finish:Black E-Coafrm REVISIONS DATE
5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK &ARCH REV 6-8-15
Note�Sill plate anchor to foundation not shown for clarity.
SDWC STUD-TO-SILL PLATE CONNECTION
.SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER I
'NOTE TO FRAMER" 'NOTE TO FRAMER' W M,
MAX(1)SDWC TO NARROW FACE OF MAX(1)SDWC TO NARROW FACE OF z
EACH STUD, (2)SDWC TO NARROW FACE EACH STUD, (2)SDWC TO NARROW FACE
OF STI ID REQUIRES(2)STUDS OF STUD REQUIRES(2)STUDS 0
Optimal 22Y2' W
�Y"min �3/4" 4"ri
O'Ma 14-7 10, 0* Y2"mini Rafter or Truss 4 m in I Y4"nin Y
mum I-r4 T"nd z
Y2"Min edge distance Optimal 221/2*
for full values U)
Splice may be in
30' 10'
upper
OR V
(with or without or lower MIN Y2"EDGE 0 -at's 411
SDWC15450
Do not install SDWC in a plate splice) plate
DISTANCE
P
hatched area
SDWC15600
Y2"Max :13"+1-y4"
M
LL S
Y2"Min Offset Y4"from
top plate splice
�Overhanq�, 1 1/4"Max SDWC15EOO-��/ for full values MIN Y2"EDGE STRUCIURAL
DISTANCE
Note:Sloped-roof rafters may be sloped up to and including a SDWC15600 EN"'GINE :RIN,G
L--N/4--j Rafter to Top Plate shown SDWC15600 (1)SDWC
SDWC1560 12:12 pitch and must be"birdsmouth"cut. SDWC15600 Truss to Top Plate similar SDWC15600 (2)SDWC
Note:Stud-to-Bottom Plate shown.All other installations similar.
OPT.SDWC STUD-TO-TOP PLATE SDWCINSTALLATvir1 I ANGE
STANDARD SDWC ROOF TO WALL INSTALI. OFF.SDWC INSTALLATION-TRUS&R*-MRAILIGNEDWITH STUD NSTALLATION RANGE SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE CONNECTION THROUGH NARROW FACE 1 11 OPT.SDWC STUD-TO-SILL PLATE
1 3 (SIM FOR STUD TO TOP PLATE CONNECTION) 4 AT NARROW FACE OFSTU D 2� 13 SDWC EDGE DISTANCE AND SPACING INFORMATION
2 12 a L x7-sDwc 1 THROUGH NARROW FACE AT FDI
a STANDARD SDWC ROOF TO WALL INSTALLATION RANGE
0)
2x No
TIGHT2
B
(3)1 Od TC
LLJ
jj
H2 5A R SD
CO 0
NNECT R T
C 0
W FA F STUD
r
EADER-
N/
2Y4�
10- O�
F�4,vujk
LU
x
LL1
v
D&e B"
'PE'-'No71457,
06-084015
2x NO 2 SYP NAILER FASTENED 7 4"MAX 16"MAX (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO
OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT
TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.C. APPROXIMATE 45*ANGLE TO NO LESS THAN(3)TRUSSES.
COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 NO.2 SYP NAILER TO
ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS
CONTINUOUS LATERAL RESTRAINT
2 JACK STUDS, I KING STUD OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)1 Od W/10d COMMON @ 3"O.C. (CLR). QUANTITY AND LOCATION
COMMON TOE-NAILS DEFINED BY TRUSS SHOP DRAWING.
(1)HTT5 REQUIRED AT 3 JACK STUDS
CORNER STUD GROUP; MAY TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD' TRUSS BOTTOM CHORD
F
BE LOCATED IN PLANE OF GARAGE TO BE FRAMED AS 2x6
GARAGE RETURN OR
WN TO NAILER W/8d COMMON @ 3"
AROUND CORNER,AS SHO_ 177 -7 FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH '/16"OSB SHEATHING FASTENED
FASTEN STUD TO 0 He 0 OTHER WITH(2)ROWS OF(4) 1 Od OTHER WITH(2)ROWS OF(4)1 Od O.C.AND TO DOUBLE TOP PLATE
CORNER STUD GROUP �x COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD W/8d COMMON @ 3"O.C. APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE
W/(2)ROWS 10d @ 6" SIDE OF WEBS MADE OF MORE THAN ONE PIECE,
C)
FASTEN TOP PLATE TO EACH
DO SO WITH OVERLAPPING BRACES
O.C.STAGGERED.OMIT 0
HTT5 OTHER WITH(2)ROWS OF(4)1 Od LIKE THIS(TYP E RYWHERE Cq
NAILS AT BOT70M 24" �/16"OSB ATTACHED TO STUDS �416"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD Lo
t OF STUD FOR HTT5 FASTEN SHEATHING TO FRAMING WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3"
MEMBERS W/8d COMMON @ 3"O.C.
INSTALLATION O.C.ON EDGE, 12"O.C. IN FIELD. O.C.ON EDGE, 12"O.C. IN FIELD. �/16"OSB ATTACHED TO STUDS C14
ASSHOWN WITH MINIMUM 8d COMMON @ 3"
00
A
O.C.ON EDGE, 12"O.C. IN FIELD.
GARAGE RETURN PLAN VIEW C)
00
(TYPICAL FOR EACH GARAGE RETURN, NOT TO SCALE) TRUSSES NEEDING BRACING
OPTION 1 OPTION 2 OPTION 3
NO PANEL SPLICES C14
C`4
LATERAL BRACING - MULTIPLE TRUSSES Cq
LU co
> 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO).
0 T. .. . . . . . . . . . . . . . INTERIOR SHEARWALL DETAIL
2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY LL
< FU 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS
CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS.
BE CONTINUOUS TO BOTTOM CHORD TO DOUBLE TOP PLATE WITH 1 Od AT 4"O.C.
N I i w
Uj W NO FLITCH PLATE i 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS
I NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER.
0
Uj THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED
_j
LU
4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO).
CL FASTEN SHEATHING W/8d ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK.
z U) 5. DESIGNED PER BCSI-B3,2007. z
� -1 j T: COMMON GRID PATTERN @ 3"O.C.
LU EACH WAY,AS SHOWN 0
w z BEAM ABOVE U)
< <
Uj W 0- SHEAR PANEL TOP PLT TO HEADER TOP OF CHIMNEY PER PLAN.
2 a: 0 7/1 C)
j U) 6"OSB- FASTEN TO
a- z W/(2)ROWS 10d COMMON @ 3" SEE ARCH DWGS %"x4"EMBED ANCHOR BOLT W/
U) O.C.STAGGERED CHIMNEY FRAMING W/8d 2"SQUARE WASHER REQUIRED CONTINUOUS LATERAL RESTRAINT WEB
_j 0 COMMON: 3"O.C.AT PANEL _j6"MAX J6"MAX
Uj _j j6"MAX
z Uj JACK TO HEADER WITH MSTA24, (2) EDGES,6"O.C.IN THE FIELD IN THIS PLATE ONLY. BRACE SUBSTITUTE C\f
< M 1— .. TOTAL AS SHOWN C)
a- Ui ABOVE ROOF DECK. >
(D lLTERNATE BRACING
SINGLE STUD TYPICAL(3) R
2x6 BLOCKING AT PANEL SPLICE CORNERS. STUD MAYBE w
FOR EDGE NAILING, EDGE NAIL Uj 2x4 NO'2 SPF CHIMNEY ORIENTED IN EITHER DIRECTION. 'ORL SCAB b-
_j STACK FRAMING STUDS @
SHEATHING AT BLOCKING w
z MAX 113"O.C. 2x4 2ROWS 2x6 (2)2x4-
< cl U)
a- T-BRACE FASTENED TO
FASTEN ALL MULTI-PLY STUD
LU w PT NO 2 SYP BOTTOM PLATE WEB W/1 Od AT 6"O.C. 2x6 1 ROW 2X4 (1)2x6
GROUPS W/(2)ROWS 1 Od COMMON FL H- TYP ALL(4)SIDES. 2x6 2ROWS 2x6 (2)2x4-
0
@ 8"O.C.,STAGGERED b K z 2x4 KNEEWALL STUDS 2x8 1 ROW 2x6 (1)2x8
2 0 (j Uj @ MAX 16"O.C. BEAM(OR GABLE TRUSS) 2x8 11 2 ROWS 2x6 (2)2x6- 0
LU ABOVE PER PLAN.
SIMPSON HTT5 HOLDDOWN W1 12" Cl) d U) C)
U) Z = — �e
L-BRACE FASTENED TO
_j EMBEDMENT 00
PRE-FAB TRUSS WEB W/1 Od AT 6"O.C.
Uj 0�
< 2 <
0- 0 SINGLE TRUSS BRACING
DIA.ALL-THREAD W/2"ROUND
0 WASHER AND 7"EMBEDMENT 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL
z
0 DOUBI E TOP PLATE AT TRUSS 7/16"OSB FASTENED TO STUDS W/8d RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE 0
BEARING SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED.
COMMONS @ 3"O.C.ALONG PANEL EDGES. WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR
PLYWOOD FIREBLOCKING @ -IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION.
DBL STUD GROUP TO SLAB Wi`LTT20B OR DTT2Z. U)
REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MAT ERIAL TO BE SAME SIZE, SPECIES,AND
TOP PLATE BY OTHER --- j6"MAX _a6"MAX �J6"MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. LO
DBL STUD SUPPORTING BEAMS. EACH BEAM TO _r X 0 z 2: 0
STUD GROUP W/HTS20 OR MSTA24. PERMANENT WEB BRACING 1�_ W W 0� < . 0 -
"T aL U Z 0� 0� M
ELEVATION VIEW — I
w LAP F REBLOCKING OVER TOP < :3 Ln 11 W IL < z
a- Z tl-
(TYPICAL FOR EACH GARAGE RETURN) 00 PLATE. FASTEN TO PLATE W/ SWB 1�t j, 0 iwvHn wo
Lqoil � HUD - oi -
LLI H- 1 Od COMMON @ 3"O.C. LO Z 0 to 0 w Li 91 m
z 0 0 a
I'- =! >_ 1 0 Z W j j Z Z 0
LU LU z 9FAS
FASTEN SHEATHING TO FRAMING MEMBERS W/8d �_ V) TYPICAL BOX COLUMN DETAIL TEN DBL STUDS TO TOP PLATE AT < �- w w - 0 In 4 m 4 n WLL
U) C; lw- mm > 0 - HOD 2
_j Uj ACTUAL BEAM ORIENTATIONS MAY VARY Ul W W
COMMON @ 3"O.C.,AS SHOWN _j Uj END OF SHEARWALL AND.KING STUDS W/ w LL to U] -
2X4 CF IMNEY FRAMING STUDS z 0 IL W w w j n 0
(2)MSTA24.
9 FASTEN SHEATHING W/8d COMMON GRID PATTERN ca @ MAX 16"O.C. NOTE: PER THE FBC 2010 2304.11 PROTECTION AGAINST DECAY AND TERMITES, FASTEN STUD GROUPS TOGETHER W/ 0 m
@ 3"O.C. EACH WAY,AS SHOWN U) U) 0 IL . Z H W _j m
0 THE BOX COLUMN FRAMING SHOWN IS TO BE FRAMED ACCORDING TO ONE OF U) z M M >_ W W M 0 z L3
12d @ 8"O.C.(TYP) IL < E9 In T W - w w
*FASTEN REMAINING SHEATHING W/8d COMMON @ 3" EXTERIOR WALL THE FOLLOWING TWO OPTIONS: HEADER PER PLAN w < W Ln I UI D
O.C. EDGE, 12"O.C. FIELD z W UI 0 w H I I w I z
< :E _j M a: H H m z w 4 LL
Uj- 4 (:] [L 3 0
OPT#1 -BOX COLUMN SHOWN IS TO BE INSTALLED WITH A MIN 6"HORIZONTAL p.0 w 0 ZLO- In 2 0
4 z H Z LL X —
SEPARATION FROM THE EDGE OF THE CONCRETE FOUNDATION OR 8" NAIL THROUGH7/16-,OSI3 INTO SPF OR 0 w w a- I m — 0 w -1 0
1� mwuznoz :3 w
CHIMNEY FRAMING DETAIL (AT EXTERIOR WALL) VERTICAL SEPARATION FROM GRADE. BETTER FRAMING WITH 8d @ 3"O.C.(TYP 04 a w 0 w w w 0 < I W
<
AT HATCHED EDGES)
Kz x1f - 01- 0 — m OZ
NOTE: PLYWOOD MUST BE CONTINUOUS OVER PLATE BREAK W 0� — Ow Hz < pwwl� mn
OPT#2-BOX COLUMN SHOWN IS TO BE INSTALLED WITHOUT THE SPECIFIED --------------- LLJ W W Z �X < wo < m 1j. Z
DBL GROSS PLATE ABOVE AND BELOW w < m H w w z
W/MIN 18"LAP ABOVE OR BELOW BREAK SEPARATION ACCORDING TO OPT#1,AND MUST BE FRAMED AND
K Z w w I m z z HZ w
SHEATHED WITH PRESERVATIVE-TREATED MATERIAL. 1 >- z < 0 — _ � U0m4w
OPENING TO DBL 2x4 BLOCKING W/(2)CS18
(D 69 0z >. LLwwm06z I
z
0
ROOF DECK OR(2)MSTA36(TYP AS SHOWN) Z z Z —
w 0� < z
w
W n w
KING AND JACK STUDS TRUSSES PARALLEL TO WALL: W � 0 >_ 0 w 0 H m w 0 —
PER ENGINEERING ROOF TRUSS < j < Z zi < 0 0
C) H. H1zp [_ vnZw0w Hn�
2X4 SPF(MIN) NAILER FASTENED OR RAFTER z rj < Ld Z <
TO DBL TOP PLT W/I Od @ 3"O.C. 0 0 _j
GARAGE DOOR BUCK/JAMB NAILED 2X4 SPF(MIN)BLOCKING ow - < P -jH
TO STUDS W/(2)16d COMMON OR BETWEEN EACH TRUSS. 0 m w 4 0 19 H
TRUSSES PERP=_NDICULAR TO WALL:
12d CC NAILS @ 16"O.C. FASTEN TO BEAM w/10d @
XZ 4"O.C. SHEET NO.:
BETWEEN EACH TRUSS. FASTEN
z
TRUSS TO PORCH
WEATHER STRIPPING/STOP TO DBL TC P PLT W1 Od @ 4"O.C. BEAM W/SDWC15600 0 ST-6
GARAGE DOOR BOTTOM PLATE ANCHORS AT 24"O.C. (UNO)
PER TYPICAL WALL SECTION
r 9 STRUCTURAL
-7
0
OR THICKER CDX e HTT5 AT WALL SEGMENT END STUDS
DETAILS
OR OSB FASTENED TO v AT SECOND LEVEL WALLS, END STUDS TO
TRUSSES, RAFTERS 1 ST LEVEL STUDS W/(2)MSTA36 OR 0 JOB NO.:
2x WALL FRAMING OR BLOCKING W/8d (2)CS1 8, 1 ST LEVEL STUDS TO SLAB W/
2x6 SYP GOAL POST ATTACHED 1L_ I - A HTT5 AT0356
COMMONS @ 3"EDGE PORCH BEAM
TO STUDS W/(2)ROWS OF 3-Y2" NOTE: 12"FIELD. HTT5 MAY BE INSTALLED AROUND CORNER
IN LIEU OF SPECIFIED DECK SCREWS FOR 0 SUBDIVISION:
GALV DECK SCREWS @ 12"O.C.
GOAL POST ATTACHMENT,THE GARAGE PORCH BEAM TO POST:
WOOD STRUCTURAL @ LTT1 9, LTT20B,OR DTT2Z AT KING/JACK
DOOR SUPPLIER MAY SPECIFY A FASTENING (1)MSTA24 0 Atlantic Beach
I STUDS
SHEATHING _j
GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK POST TO SLAB: -AT SECOND LEVEL WALLS, KING/JACK Lj_
DIRECTLY TO THE KING AND JACK STUDS, ABU POST BASE ANCHOR
PER MANUF WRITTEN Country Club
STUDS TO 1 ST LEVEL STUDS Wit MSTA36
THROUGH THE GOAL POST. OR DTT2Z <
SPECIFICATIONS OR CS18, 13T LEVEL STUDS TO SLAB W1 LOT NO.:
(UNLESS NOTED OTHERWISE)
HOLD DOWN.
TYPICAL PORCH SHEATHING DETAIL SWB-SPECIAL SHEARWALL DETAIL (6)NAILS OF LTT20B MAY BE OMITTED z 92
GARAGE DOOR JAMB DETAIL THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES * SHEATH ONLY ONE FACE OF WALL, UNO
UNLESS NOTED OTHERWISE. a THIS DETAIL MAYBE USED AT 1ST AND 2ND LEVEL WALLS >_ FLOOR PLAN:
HEADER PER PLAN 0 Deloreto Residence
0
Z DESIGNED:
SWB1
DAE
ROOF DECK, SEE TYP.
w
FASTEN DBL STUDS AT END REVIEWED:
WALL SECTION
OF SHEARWALL AND KING x
TRUSS TO TOP PLATE w/ ROOFTRUSS STUDS W/(1)MSTA24 w DBIVI
SDWC1 5600
REVISIONS DATE
2K NO.2 SYP DOUBLE
TOP PLATE. ARCH REV 6-8-15
>
m
2x-NO.2 SPF STUDS 16"O.C. NAIL THROUGH 7/16"OSB INTO SPF OR w
BETTER FRAMING WITH 8d @ 3"O.C.(TYP z
AS SHOWN).
0
w
SHEATHING OVER STUDS TOP PLATE TO EACH
SEE TYP,WALL SECTION
STUD wif SDWC15600
DBL CROSS PLATE ABOVE AND
SIMPSON MSTA24 EACH BELOW OPENING TO DBL 2X4 z
BLOCKING W/(2)CS18 W/MIN(9)10d
STUD TO BEAM.
EACH END OF EACH STRAP(TYP AS
NO.2 SYP BOTTOM PLATE FASTENED SHOWN) 0
TO GIRDER TOP CHORD W/1 Od @ 6"
O.C. STAGGERED,TYP AS SHOWN. .1.z
' EX �'
01-11 �:m
FASTEN STUD GROUPS TOGETHER
N
IN,, mom
LL
W/(2)ROWS 10d @ 8"O.C.,STAGGGERED
.............. LZ
T WALL END STUDS TO TRUSS/WALL ' S'TR
4
FRAMING BELOW W/(2)CS1 8 W/MIN(9) ENGINE,-RING
2-PLY GIRDER TRUSS TOP CHORD 1 Od EACH END OF STRAP,TYP(2) PLACES _1 I I �111
�,UC
�,UC URAL,
z
w
p
KING STUDS TO TRUSSMALL FRAMING
y
TF-
1 011
000000
7 W/8]d
AERN
MON @ 3-
NOTE
N LIE
GOAL
DOOF
BELOW W/CS1 8 W/MIN(9) 1 Od EACH END w
SWB1-SPECIAL SHEARWALL DETAIL
SHEATH ONLY ONE FACE OF WALL OF STRAP,TYP(2)PLACES < E.
UNLESS NOTED OTHERWISE ON PLAN. Ao.71457
06-08-2015
4"CONCRETE SLAB W/
.41
FIBERMESH
6x6 W1.4 x W1 NWF OR
-- - - - - - - - -
8"MIN 4"CONCRETE SLAB W/
28"MAX 6x6 W1.4 x W1.4 WWF OR
A FIBERMESH
0'-0"A.F
F.
MIN, SEE ARCH.
VAPOR BARRIER x
X
X// 4 _____ADWG
\x i - S.
4 41
4 L
4
FOOTING TO BEAR ON Ic .<�
6"OPT. EXTENSION IN BRICK
FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN 0
C)
C14
12"UNDER 1 STORY WALL VAPOR BARRIER
WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO. 5
T BAR IN BRICK LEDGE 12"UNDER I STORY WALL
Cq
16"UNDER 2 STORY WALL WITH(2)#4 OR(2)#5 CONT
WITH(3)#4 OR(2)#5 CONT
16"UNDER 2 STORY WALL 0)
WITH(3#4 OR(2)#5 CONT
N F OT'NG SECTION 0
_�L_ S P
0 OL'T 'C 0 C14
IF GROUND ADJACENT TO FTG LO ES DOWN
Y OM ST UCTU S P T
ANDAWA FR R RE TEE ER HAN
T-0"VERTICALLY PER T-0"HORIZONTALLY, ce)
CONTRACTOR HAS TWO CHOICES:
1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE LL
OF EOR TO PREVENT EROSION OF SOIL. Ld
2. USE STEMWALL FOOTING
> (D
z
0
U)
2x6 No.2 SYP PLATE TO STEEL W1(2)ROWS-
SIMPSON TB1 475S STEEL SCREW OR 4"CONCRETE SLAB W/
EQUAL @ 16"O.C.STAGGERED
6x6 W1.4 x WIA WWF
OR FIBER MESH 8"CMU CHAIR BLOCK W/
PER PLAN STEEL BEAM- TOP OF SLAB (1)#5 CONT. U-13"A.F.F. CD
-A U) A- >
------------ U) 4"FLOATING CONCRETE (1)#5 C NT
Y4"WEB STIFFENER BOTH FACES OF- Of
z D SLAB W/6x6 W1.4xW1.4
BEAM CENTERED OVER BEARING,TYP 0 VW\IF OR FIBERMESH
U)
@ STEEL BEARING LOC ATIONS co
VAPOR BARRIER 00 LO 1.�, . : .I.- .. . �. . 1 , 1. 61 - I >
__LL U)
FINISH
w
U) GRADE 0
#4 OR#5 VERT REINFORCING
110C
UP TO 3 COURSES: 72
</XX\\
x
4 TO 5 COURSES: 48"0 C
#No2 SPF STUDS BELOW STEEL BEAM-
#4 OR#5 VERT i
BEARING PER PLAN
REINFORCING @
z
MAX 72"O.C.
0
ADDITIONAL#4 OR#5 IN
FOOTING TO BEAR ON FIRM BRICK LEDGE
UNDISTURBED SOIL C/)
VERTICAL REINFORCEMENT 4"OPT BRICK LEDGE FOOTING TO BEAR ON FIRM LO
NOTED ON FND PLAN UNDISTURBED SOIL ADDITIONAL#4 OR#5 X0 z 7
TO HAVE 6"BEND AT BOTTOM IN BRICK LEDGE ww 0� < - 0
EL rj 0 z 0�
4 :1 to 0 W L, Z
CAST-IN-PLACE FOOTING SPECS VERT REINFORCEMENT TO 4"OPT BRICK LEDGE 1, 0 yws� �-- o wo
1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT HAVE 6"BEND @ BOTTOM 0 0 , U In a a _j -
sr-% STEEL BEAM BEARING DETAIL NOTED ON FND PLAN LO Z 0 w a U) 0�
2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT _j m
>- 10 zwj � Ejzzo
CAST-IN-PLACE FOOTING SPECS F- w III - 0 m 4 m 4 0 w
1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT 0 �w- 0� 0� > 0 111 1- 0 ri 2
z 0 w 0 111 w W WLU] En -
2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT I W _j () - a m
CMU STEMWALL SECTION F- - >. w Z �_ 0
(j) n 0 M 0. Z p w _j M z rj
(1) z 0� 0 M >. W W U3 03 0 1 W
1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK Lij < 0. j_ 4mw1www �_ 5iI1 13�
FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 CMU STEMWALL SECTION w D WF- I I w 0 z a
Z < jI' mjmmF- [=. 0� zw < L
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS F- F_ 0 4 0 1 -30
7 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK Z �_ Z W 0 z L 1 0 0
COPE TOP&BOTTOM OF W1 OX45 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. LL x
BEAM @ CONNECTION 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 0 W m 0 _j 0 .< M
m w I I ILI
ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 0� W a Z 0
D wwzwo < 2w
MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 0� z < xw00P0 - 1I, 0z
I`- < Pww - m -
2x6 No.2 SYP PLATE TO STEEL W1(2)ROWS SIMPSON 2x6 No.2 SYP PLATE TO STEEL W/(2)ROWS SIMPSON W Ix 0 w z a LL LU
TB1475S STEEL SCREW OR EQUAL @ 16"O.G.STAGGERED TBI 475S STEEL SCREW OR EQUAL @ 16"O.C.STAGGERED 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY w ILI III z �x ILI - ul z
ANCHORS MUSTBE USED IN STEMWALL FOUNDATIONS. z w m 4 m w F 0 ww
z w w I m z z :jI- Z I- z
1 >- Z < [] _ IL0DL9 < w0
19 0 z L w w I z Z I
Z z 0 0 < Z - F_ F_
ILI ix < �_ Z3: E <
WIOX45 STEEL BEAM W W _j 2 - W :1 In W < F- rj
(2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF W � o 19WMI- � Q� � Ewu -
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CSC ere' - `,�M'wrtayl%�P:E.
P.E. No. 71457
06-08-2015